CN219219048U

CN219219048U - Roadbed reinforcing device

Info

Publication number: CN219219048U
Application number: CN202222536709.6U
Authority: CN
Inventors: 许瑞龙; 胡天翔; 李耀东; 王恕超; 杨小芳; 马广明; 沈翌阳; 沈毅壬; 张�浩; 俞刚
Original assignee: Kunshan Traffic Engineering Group Co ltd
Current assignee: Kunshan Traffic Engineering Group Co ltd
Priority date: 2022-09-23
Filing date: 2022-09-23
Publication date: 2023-06-20
Anticipated expiration: 2032-09-23

Abstract

The utility model discloses a roadbed reinforcing device, which comprises a dam roadbed, wherein an inclined reinforcing plate is arranged on one side of the dam roadbed, a limiting groove is formed in one side of the inclined reinforcing plate, a transverse reinforcing strip is clamped outside the limiting groove, a positioning rod is arranged on one side of the transverse reinforcing strip, one end of the positioning rod penetrates through the inclined reinforcing plate and is transversely inserted into the dam roadbed, a longitudinal reinforcing rib is arranged in the inclined reinforcing plate, a bottom reinforcing plate is arranged at the lower end of the inclined reinforcing plate, a pre-installation support tube is arranged on one side of the inclined reinforcing plate, and the positioning rod penetrates through the pre-installation support tube.

Description

Roadbed reinforcing device

Technical Field

The utility model relates to the technical field of roadbeds, in particular to a roadbed reinforcing device.

Background

Dykes, dikes and dams are also broadly referred to as waterproof, water-blocking buildings and structures: for example, a dam is built to be fastened to prevent water damage. Modern dams are mainly of two main types: earth and rock dams and concrete dams. In recent years, large dam walls are built by high-tech reinforced cement. In road design and construction, there is a road section protruding from the ground, particularly a road junction of a dike, and since the road bed is a trapezoid structure, a slope landslide phenomenon occurs due to the influence of natural environment after the road surface protrudes from the earth surface, and the road protruding from the ground often needs to be built into a wall to prevent landslide on both sides of the road.

The road subgrade reinforcing device with the good life of CN202122224714.9 in the prior art has the advantages that the length of the reinforcing rod and the length of the ground pin can be conveniently adjusted by arranging the connecting grooves, the ground pin and the top bolt on the reinforcing rod, the practicability of the device is improved, however, the stability of the reinforcing structure is poor, the protection effect is general, the disassembly and assembly operations are inconvenient, the structure is complex, and the industrial production is not facilitated.

Disclosure of Invention

The utility model aims to provide a roadbed reinforcing device which solves the problems that in the prior art, the stability of a reinforcing structure is poor, the protection effect is general, the disassembly and assembly operations are inconvenient, the structure is complex, and the industrial production is not facilitated.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a roadbed reinforcing apparatus, includes dyke roadbed, slope gusset plate is installed to dyke roadbed one side, the spacing groove has been seted up to slope gusset plate one side, the spacing groove outside card is equipped with horizontal reinforcement strip, the locating lever is installed to horizontal reinforcement strip one side, and locating lever one end runs through slope gusset plate and transversely inserts and establish in dyke roadbed, slope gusset plate internally mounted has vertical strengthening rib, the bottom gusset plate is installed to slope gusset plate lower extreme.

Furthermore, a pre-installation support tube is installed on one side of the inclined reinforcing plate, and the positioning rod penetrates through the pre-installation support tube.

Furthermore, the pre-installation support cylinder and the positioning rod are made of stainless steel pipes, and a plurality of groups of pre-installation support cylinders and the positioning rod are in plug-in fit.

Further, the transverse reinforcing strips and the longitudinal reinforcing ribs are all made of alloy plates, and a plurality of groups of transverse reinforcing strips and longitudinal reinforcing ribs are vertically arranged.

Furthermore, a locating hole is formed in the limiting groove, and a barb is arranged on the outer side of one end of the locating rod.

Further, the bottom gusset plate downside is welded perpendicularly and is had firm extension board, and firm extension board equidistant is provided with a plurality of.

Compared with the prior art, the utility model has the beneficial effects that:

1. according to the utility model, the inclined reinforcing plate, the transverse reinforcing strips, the longitudinal reinforcing ribs and the bottom reinforcing plate are arranged on one side of the dam subgrade, so that the dam subgrade can be reinforced and protected, the structure stability is high, the protection effect is good, the disassembly and assembly are convenient and quick, the structure is simple, and the industrial production and the use are facilitated.

2. According to the utility model, the positioning rod is arranged on one side of the transverse reinforcing strip, one end of the positioning rod penetrates through the inclined reinforcing plate and is transversely inserted into the dam subgrade, the pre-installation support tube is arranged on one side of the inclined reinforcing plate, the positioning rod penetrates through the pre-installation support tube, the inclined reinforcing plate is firstly fixed on one side of the dam subgrade through the pre-installation support tube, the bottom reinforcing plate is fixed on the bottom of the dam through the stable support plate, then one side of the transverse reinforcing strip is transversely inserted into the dam subgrade through the positioning rod through the pre-installation support tube, and the transverse reinforcing strip is clamped in the limiting groove on the outer side of the inclined reinforcing plate, so that the assembly and the disassembly are convenient and quick, and the stability of the reinforcing support structure is higher.

3. According to the utility model, the transverse reinforcing strips and the longitudinal reinforcing ribs are all made of alloy plates, and a plurality of groups of transverse reinforcing strips and longitudinal reinforcing ribs are vertically arranged, so that the inclined reinforcing plate structure is high in strength, and the service life of the inclined reinforcing plate structure is prolonged.

Drawings

The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:

FIG. 1 is a schematic diagram of the overall structure of the present utility model;

FIG. 2 is a schematic view of an inclined reinforcing plate structure of the present utility model;

FIG. 3 is a schematic view of a transverse reinforcing bar according to the present utility model;

fig. 4 is a schematic view of the bottom gusset structure of the present utility model.

In the figure: 1. dyke subgrade; 2. tilting the reinforcement plate; 3. a bottom reinforcing plate; 4. stabilizing the support plate; 5. a limit groove; 6. a transverse reinforcing strip; 7. pre-installing a support cylinder; 8. a positioning rod; 9. a barb; 10. positioning holes; 11. longitudinal reinforcing ribs.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

Referring to fig. 1, fig. 2, fig. 3 and fig. 4, in the embodiment of the utility model, the roadbed reinforcement device comprises a dam roadbed 1, an inclined reinforcement plate 2 is installed on one side of the dam roadbed 1, reinforcement and support treatment are conveniently carried out on one side of the dam roadbed 1, landslide is prevented, a limit groove 5 is formed on one side of the inclined reinforcement plate 2, a transverse reinforcement strip 6 is clamped outside the limit groove 5, so that the reinforced structural strength of one side of the inclined reinforcement plate 2 can be increased, the connection and positioning stability of the inclined reinforcement plate 2 and the dam roadbed 1 are facilitated to be improved, a positioning rod 8 is installed on one side of the transverse reinforcement strip 6, one end of the positioning rod 8 penetrates through the inclined reinforcement plate 2 and is transversely inserted into the dam roadbed 1, a longitudinal reinforcement rib 11 is installed in the inclined reinforcement plate 2, a bottom reinforcement plate 3 is installed at the lower end of the inclined reinforcement plate 2, and stable support treatment is conveniently carried out on one side of the bottom of the dam roadbed 1.

Preferably, a pre-installation support tube 7 is installed on one side of the inclined reinforcing plate 2, and a positioning rod 8 penetrates through the pre-installation support tube 7, so that the inclined reinforcing plate 2 is conveniently installed and fixed on one side of the dam subgrade 1.

Preferably, the pre-installation support cylinder 7 and the positioning rod 8 are made of stainless steel pipes, and the pre-installation support cylinder 7 and the positioning rod 8 are in plug-in connection and matched with a plurality of groups, so that stability of the plug-in setting position of one side of the inclined reinforcing plate 2 is improved.

Preferably, the transverse reinforcing strips 6 and the longitudinal reinforcing ribs 11 are made of alloy plates, and a plurality of groups of transverse reinforcing strips 6 and longitudinal reinforcing ribs 11 are vertically arranged, so that the inclined reinforcing plate 2 is high in structural strength and is beneficial to prolonging the service life of the inclined reinforcing plate.

Preferably, the locating slot 5 is internally provided with a locating hole 10, and the outer side of one end of the locating rod 8 is provided with a barb 9, so that the stability of inserting one end of the locating rod 8 into the dam subgrade 1 is improved.

Preferably, the bottom gusset plate 3 downside vertical welding has firm extension board 4, and firm extension board 4 equidistant is provided with a plurality ofly, is convenient for improve the stability of bottom gusset plate 3 downside location support.

The working principle and the using flow of the utility model are as follows: the inclined reinforcing plate 2, the transverse reinforcing strips 6, the longitudinal reinforcing ribs 11 and the bottom reinforcing plate 3 are arranged on one side of the dam subgrade 1, so that reinforcing and protecting treatment can be carried out on one side of the dam subgrade 1, the structural stability is high, the protecting effect is good, and the disassembly and the assembly are convenient and quick; during installation, the inclined reinforcing plate 2 is fixed on one side of the dam subgrade 1 through the pre-installation support tube 7, the bottom reinforcing plate 3 is fixed on the bottom of the dam through the stable support plate 4, then one side of the transverse reinforcing strip 6 penetrates through the pre-installation support tube 7 through the positioning rod 8 to be transversely inserted into the dam subgrade 1, and the transverse reinforcing strip 6 is clamped in the limiting groove 5 on the outer side of the inclined reinforcing plate 2, so that the assembly and disassembly are convenient and quick, and the stability of the reinforced supporting structure is higher.

Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims

1. Roadbed reinforcing device, including dyke roadbed (1), its characterized in that: the dam subgrade (1) is installed to slope gusset plate (2), spacing groove (5) have been seted up to slope gusset plate (2) one side, spacing groove (5) outside card is equipped with horizontal reinforcement strip (6), locating lever (8) are installed to horizontal reinforcement strip (6) one side, and locating lever (8) one end runs through slope gusset plate (2) and transversely inserts and establish in dyke subgrade (1), slope gusset plate (2) internally mounted has vertical strengthening rib (11), bottom gusset plate (3) are installed to slope gusset plate (2) lower extreme.

2. A roadbed reinforcement device according to claim 1, wherein: one side of the inclined reinforcing plate (2) is provided with a pre-installation support cylinder (7), and a positioning rod (8) penetrates through the pre-installation support cylinder (7).

3. A roadbed reinforcement device according to claim 2, wherein: the pre-installation support cylinder (7) and the positioning rod (8) are made of stainless steel pipes, and a plurality of groups of pre-installation support cylinders (7) and the positioning rod (8) are in plug-in fit.

4. A roadbed reinforcement device according to claim 1, wherein: the transverse reinforcing strips (6) and the longitudinal reinforcing ribs (11) are made of alloy plates, and a plurality of groups of transverse reinforcing strips (6) and longitudinal reinforcing ribs (11) are vertically arranged.

5. A roadbed reinforcement device according to claim 1, wherein: the locating groove (5) is internally provided with a locating hole (10), and the outer side of one end of the locating rod (8) is provided with a barb (9).

6. A roadbed reinforcement device according to claim 1, wherein: the bottom reinforcing plate (3) downside is welded perpendicularly and is had firm extension board (4), and firm extension board (4) equidistant a plurality of being provided with.